FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W4380248604> ?p ?o ?g. }

• W4380248604 endingPage "132094" @default.
• W4380248604 startingPage "132094" @default.
• W4380248604 abstract "The strength of the interface between asphalt and filler is relatively low, making it susceptible to stress concentration and damage, which can affect the service life of the asphalt pavement. Current research indicates that there is a significant relationship between the interfacial interaction behavior and the properties of both asphalt and filler. Based on this, this study investigated the influence of both asphalt and filler properties on the interaction behavior of the asphalt-filler interface. Firstly, this study conducted research on existing interaction evaluation indicators and selected Palierne C as the optimal evaluation indicator for this study, which has the weakest correlation with filler volume fraction, in order to avoid the influence of filler volume fraction on experimental results. Secondly, this study analyzed the effects of asphalt SARA components and aging degree on the interface interaction ability between asphalt and fillers, as well as the rheological properties of asphalt. The research results found that the asphaltenes and resins fractions can enhance the interaction ability between asphalt and filler, as well as the high-temperature performance of asphalt. The content of these fractions was positively correlated with the interaction between the interfaces. In contrast, the content of aromatics and saturates fractions was negatively correlated with the interaction capacity. The strength of the interaction was negatively correlated with aging time, and long-term aging inhibited interface interaction to a greater extent than short-term aging. Finally, the mineral and chemical composition of common fillers were analyzed by X-ray diffraction (XRD) and X Ray Fluorescence (XRF). Subsequent studies were carried out on the interaction of the asphalt-filler interface in terms of the mineral composition, chemical composition, and particle size of the filler. It was found that in terms of mineral composition, albite and asphalt have the strongest ability to interact at the same temperature, followed by calcite and the weakest by quartz. In terms of chemical composition, the strongest interaction was between MgO and asphalt, followed by CaO, Fe2O3 and Al2O3, and the interaction between SiO2 and asphalt was the worst. In addition, the smaller the particle size of the filler, the greater the interaction capacity." @default.
• W4380248604 created "2023-06-12" @default.
• W4380248604 creator A5005394080 @default.
• W4380248604 creator A5009484971 @default.
• W4380248604 creator A5011090502 @default.
• W4380248604 creator A5014049671 @default.
• W4380248604 creator A5038805449 @default.
• W4380248604 creator A5050487837 @default.
• W4380248604 creator A5084942245 @default.
• W4380248604 date "2023-08-01" @default.
• W4380248604 modified "2023-10-01" @default.
• W4380248604 title "Experimental investigation of the interface interaction between asphalt binder and mineral filler from the aspects of materials properties" @default.
• W4380248604 cites W2016919083 @default.
• W4380248604 cites W2020213543 @default.
• W4380248604 cites W2030874980 @default.
• W4380248604 cites W2045961925 @default.
• W4380248604 cites W2048472530 @default.
• W4380248604 cites W2056430879 @default.
• W4380248604 cites W2070390987 @default.
• W4380248604 cites W2114314939 @default.
• W4380248604 cites W2460884305 @default.
• W4380248604 cites W2516194225 @default.
• W4380248604 cites W2596186603 @default.
• W4380248604 cites W2614459768 @default.
• W4380248604 cites W2748437568 @default.
• W4380248604 cites W2750025991 @default.
• W4380248604 cites W2772614557 @default.
• W4380248604 cites W2794114380 @default.
• W4380248604 cites W2806653789 @default.
• W4380248604 cites W2883688479 @default.
• W4380248604 cites W2895953945 @default.
• W4380248604 cites W2896666472 @default.
• W4380248604 cites W2898166123 @default.
• W4380248604 cites W2925997119 @default.
• W4380248604 cites W2941790144 @default.
• W4380248604 cites W2963404682 @default.
• W4380248604 cites W2964255315 @default.
• W4380248604 cites W2970671875 @default.
• W4380248604 cites W2999581713 @default.
• W4380248604 cites W3007125032 @default.
• W4380248604 cites W3009451276 @default.
• W4380248604 cites W3012565113 @default.
• W4380248604 cites W3015705014 @default.
• W4380248604 cites W3016903102 @default.
• W4380248604 cites W3023302331 @default.
• W4380248604 cites W3036758627 @default.
• W4380248604 cites W3040282143 @default.
• W4380248604 cites W3043158059 @default.
• W4380248604 cites W3046136989 @default.
• W4380248604 cites W3083567803 @default.
• W4380248604 cites W3086137356 @default.
• W4380248604 cites W3092425665 @default.
• W4380248604 cites W3094120735 @default.
• W4380248604 cites W3098580071 @default.
• W4380248604 cites W3137587630 @default.
• W4380248604 cites W3155305978 @default.
• W4380248604 cites W3169264578 @default.
• W4380248604 cites W3177543604 @default.
• W4380248604 cites W3183336462 @default.
• W4380248604 cites W3186519752 @default.
• W4380248604 cites W3202554420 @default.
• W4380248604 cites W3205479097 @default.
• W4380248604 cites W3212313027 @default.
• W4380248604 cites W4213372150 @default.
• W4380248604 cites W4223902744 @default.
• W4380248604 cites W4280643849 @default.
• W4380248604 cites W4281755193 @default.
• W4380248604 cites W4294662131 @default.
• W4380248604 cites W4319960064 @default.
• W4380248604 cites W4321369340 @default.
• W4380248604 cites W4323358414 @default.
• W4380248604 doi "https://doi.org/10.1016/j.conbuildmat.2023.132094" @default.
• W4380248604 hasPublicationYear "2023" @default.
• W4380248604 type Work @default.
• W4380248604 citedByCount "1" @default.
• W4380248604 countsByYear W43802486042023 @default.
• W4380248604 crossrefType "journal-article" @default.
• W4380248604 hasAuthorship W4380248604A5005394080 @default.
• W4380248604 hasAuthorship W4380248604A5009484971 @default.
• W4380248604 hasAuthorship W4380248604A5011090502 @default.
• W4380248604 hasAuthorship W4380248604A5014049671 @default.
• W4380248604 hasAuthorship W4380248604A5038805449 @default.
• W4380248604 hasAuthorship W4380248604A5050487837 @default.
• W4380248604 hasAuthorship W4380248604A5084942245 @default.
• W4380248604 hasConcept C159985019 @default.
• W4380248604 hasConcept C168056786 @default.
• W4380248604 hasConcept C178790620 @default.
• W4380248604 hasConcept C185592680 @default.
• W4380248604 hasConcept C192562407 @default.
• W4380248604 hasConcept C200990466 @default.
• W4380248604 hasConcept C2778223994 @default.
• W4380248604 hasConcept C4679612 @default.
• W4380248604 hasConcept C65324659 @default.
• W4380248604 hasConcept C65590680 @default.
• W4380248604 hasConceptScore W4380248604C159985019 @default.
• W4380248604 hasConceptScore W4380248604C168056786 @default.
• W4380248604 hasConceptScore W4380248604C178790620 @default.
• W4380248604 hasConceptScore W4380248604C185592680 @default.

• next